| Date |
Text |
| 2016-09-22 16:27:28 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT:16051222 |
| | ADD: 8740 N STATE RD. 7 |
| | CONT: FLORIDA DESIGN DRILLING CORP. |
| | TEL: 561-844-2966 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2ND REVIEW |
| | DATE: THURS. SEPT. 22/2016 |
| | ACTION: BUILDING PROVISO |
| | |
| | 1) PLEASE NOTE SHEET S-3 SHOWS A CONCRETE VAULT BEING |
| | BUILT APPROX. 10 FEET BELOW GRADE. THE PLANS DO NOT |
| | INDICATE HOW THE DEWATERING OF THE SITE WILL OCCUR. THE |
| | SOILS REPORT SUBMITTED PROVIDES TO WHAT DEPTH THE |
| | DEWATERING NEEDS TO OCCUR TO PROVIDE A DRY WORKING |
| | SURFACE AND TO ALLOW FOR DENSITY TESTING AS PART OF THE |
| | FOUNDATION PREPARATION. THE CONTRACTOR IS RESPONSIBLE |
| | FOR THE DESIGN, MAINTENANCE AND OTHER FACTORS TO |
| | DEWATERING AND GROUNDWATER. TO DATE THE CONTRACTOR HAS |
| | NOT SUBMITTED A DEWATERING PLAN AND IS AT THERE OWN |
| | RISK!!! |
| | |
| | 2014 FBC-B 3303.5 WATER ACCUMULATION. PROVISION SHALL |
| | BE MADE TO PREVENT THE ACCUMULATION OF WATER OR DAMAGE |
| | TO ANY FOUNDATIONS ON THE PREMISES OR THE ADJOINING |
| | PROPERTY. |
| | |
| | WITHOUT A DEWATERING PLAN THE SLOPES MAY NOT BE |
| | MAINTAINED BECAUSE OF THE INTRUSION OF GROUND WATER. |
| | CONTRACTOR IS AT OWN RISK!!!! |
| | 3304.1.1 SLOPE LIMITS. . CUT SLOPES FOR PERMANENT |
| | EXCAVATIONS SHALL BE NOT STEEPER THAN ONE UNIT VERTICAL |
| | IN TWO UNITS HORIZONTAL (50-PERCENT SLOPE). DEVIATION |
| | FROM THE FOREGOING LIMITATIONS FOR CUT SLOPES SHALL BE |
| | PERMITTED ONLY UPON THE PRESENTATION OF A SOIL |
| | INVESTIGATION REPORT ACCEPTABLE TO THE BUILDING |
| | OFFICIAL. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
